JPS6121227A - Method and device of decreasing generation of noise during hammering of steel pile - Google Patents

Method and device of decreasing generation of noise during hammering of steel pile

Info

Publication number
JPS6121227A
JPS6121227A JP14140784A JP14140784A JPS6121227A JP S6121227 A JPS6121227 A JP S6121227A JP 14140784 A JP14140784 A JP 14140784A JP 14140784 A JP14140784 A JP 14140784A JP S6121227 A JPS6121227 A JP S6121227A
Authority
JP
Japan
Prior art keywords
noise
steel
cap
steel pile
pile
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP14140784A
Other languages
Japanese (ja)
Inventor
Shoichiro Numata
沼田 昌一郎
Hironobu Nishiyama
西山 啓伸
Akira Sogo
十河 曉
Mitsuru Kikuchi
菊池 充
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHIYUTO KOSOKU DORO KODAN
Nippon Concrete Industries Co Ltd
Original Assignee
SHIYUTO KOSOKU DORO KODAN
Nippon Concrete Industries Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SHIYUTO KOSOKU DORO KODAN, Nippon Concrete Industries Co Ltd filed Critical SHIYUTO KOSOKU DORO KODAN
Priority to JP14140784A priority Critical patent/JPS6121227A/en
Publication of JPS6121227A publication Critical patent/JPS6121227A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers

Abstract

PURPOSE:To decrease the generation of noise without using a cover for a steel pipe, by a method wherein, when the steel pile is driven, hammering is effected in a condition in that the interior of the steel pile is full of water, and water at the interior is caused to flow out through a drain hole along with setting of the steel pile. CONSTITUTION:The interior of a steel pipe pile 8 is filled with water 11, a drain cap 13 is attached to the upper part of the steel pipe pile 8, and a low noise cap 4, a cushion 3 made of wood, and a hydraulic hammer ram 2 are located above the cap. When, with the hydraulic hammer 2 actuated, the steel pipe pile 8 is driven, the water 11 in the steel pipe pile flows out through a drain hole 13a along with setting of the steel pipe pile 8, and is recovered to a water collection tank 15 through a hose 14. This enables decrease in the generation of noise during driving of the large and long steel pile.

Description

【発明の詳細な説明】 本発明は低騒音油圧パイルハンマー及びディーゼルハン
マー等を用いて鋼管杭、鋼矢板等各種の鋼杭を低量?)
−で口ち込む鋼杭打撃時の低騒音化方法及びそのHif
fに関覆るものである。
[Detailed Description of the Invention] The present invention uses a low-noise hydraulic pile hammer, diesel hammer, etc. to produce various types of steel piles such as steel pipe piles and steel sheet piles in low quantities. )
- A method for reducing noise when striking a steel pile and its Hi-F
This applies to f.

鋼杭打! II?7の騒音はハンマ一本体から発生する
音と打撃による鋼杭自体から発生する失振音とが合成さ
れC大きな騒音が発生するものである。この騒音の発生
を防ぎ騒音規正法の規制値(隣地境界から30m#Iれ
て85ホン以下)以下を達成するためにはディーゼルハ
ンマーでは打撃源のみならず鋼杭そのものの全体を防音
カバーで囲む等大がかりな装置を必要とした。この点に
鑑み本発明者等は先に低騒音油圧パイルハンマーを用い
た鋼杭の低騒音打撃装置を考案し実願昭57−3464
7号として出願した。この装置は防音カバーを有する油
圧ハンマーと該油圧ハンマーに−F部木製のクッション
を介して接衝する低騒音キャップの上半部をカバーする
前記防音カバーと、更に該低騒音キャップの下端に設け
た鋼管用キャップ内に下部木製クッションと接衝するよ
うに鋼杭の上端に嵌装したガイドリブ付きの保護プレー
トとを各段けだものである。
Steel pile driving! II? The noise No. 7 is a combination of the sound generated from the hammer itself and the vibrationless sound generated from the steel pile itself due to impact, resulting in a large noise C. In order to prevent the generation of this noise and achieve the level below the regulation value of the Noise Control Act (85 phon or less at a distance of 30 m from the boundary of the neighboring property), in the case of a diesel hammer, not only the source of the blow but also the entire steel pile itself must be surrounded with a soundproof cover. Required large-scale equipment. In view of this, the present inventors first devised a low-noise striking device for steel piles using a low-noise hydraulic pile hammer,
I applied as No. 7. This device includes a hydraulic hammer having a soundproof cover, a soundproof cover that covers the upper half of the low-noise cap that contacts the hydraulic hammer through a wooden cushion, and a lower end of the low-noise cap. Each step is equipped with a protective plate with guide ribs fitted to the upper end of the steel pile so as to be in contact with the lower wooden cushion inside the cap for the steel pipe.

第1図はその1例を示すもので、1は防音カバー、2は
油圧ハンマーラム、3は上部木製クッション、4は低騒
音キャップ、5は下部木製クッション、6は保護プレー
ト、7は保護プレート6に固定したガイトドリブ、8は
鋼管杭、9はクッション材、10はゴム等製のカバー片
、18は鋼管用キャップである。この装置を使用するこ
とにより一般に低騒音化は可能となった。しかし大口径
の鋼杭の共振音は鋼杭の露出長が7m以上になると、こ
の装置を用いても騒音規制法の規制値以上の騒音(98
ホン程度)になる欠点がある。
Figure 1 shows one example, 1 is a soundproof cover, 2 is a hydraulic hammer ram, 3 is an upper wooden cushion, 4 is a low noise cap, 5 is a lower wooden cushion, 6 is a protection plate, 7 is a protection plate 6 is a fixed guide rib, 8 is a steel pipe pile, 9 is a cushioning material, 10 is a cover piece made of rubber or the like, and 18 is a cap for the steel pipe. By using this device, it has generally become possible to reduce noise. However, if the exposed length of the steel pile exceeds 7 m, the resonance noise of large-diameter steel piles will exceed the regulation value of the Noise Control Law (98.8 m) even with this device.
There is a drawback that it becomes (to the extent of Hong Kong).

本発明者等は大口径の鋼杭の共振音の発生を防止するこ
とに関し種々実験を重ねた結束、低騒音油圧パイルハン
マー及びディーゼルハンマー等を用い、鋼杭の中空部に
水を張り打撃することにJ:り鋼杭の露出長部分に防音
カバーを用いないでも、例えば口径1,000mm 、
厚さ12〜2’2mmのもので77〜78ホンという規
制値以下の騒音で打設できることを知艷した。
The present inventors used bundling, a low-noise hydraulic pile hammer, a diesel hammer, etc., which have been used in various experiments to prevent the generation of resonance noise in large-diameter steel piles, by applying water to the hollow part of the steel pile and hitting it. In particular, even if a soundproof cover is not used on the exposed length of the steel pile, for example, if the diameter is 1,000 mm,
It has been discovered that a material with a thickness of 12 to 2'2 mm can be poured with noise below the regulation value of 77 to 78 phon.

本発明はこの多数実験により得られた知見に基づくもの
であり、一般に容器に水をいれることによりその容器を
打撃した際に発生する音を変化させることは公知である
が、本発明は下記の条件下に於いて始めて実施可能とな
ったものである。
The present invention is based on the knowledge obtained through these numerous experiments, and it is generally known that filling a container with water changes the sound generated when the container is hit. This could only be done under certain conditions.

(1)低騒音油圧パイルハンマーのごとき低騒音打撃装
置を用いる。該装置は防音カバーを有する油圧ハンマー
または防音カバーを有するディーゼルハンマーのごとぎ
防音ハンマーと、該防音ハンマーにクッションを介して
折衝し防音カバーにより上半部をカバーされる低騒音キ
ャップとからなるものである。
(1) Use a low-noise striking device such as a low-noise hydraulic pile hammer. The device consists of a soundproof hammer similar to a hydraulic hammer or a diesel hammer with a soundproof cover, and a low-noise cap that is attached to the soundproof hammer via a cushion and whose upper half is covered by the soundproof cover. It is.

(2)水の圧力を外部に出す。そのため水□抜きキャッ
プを用いるか、上杭の場合は鋼杭本体に直接水抜き孔を
設ける。(ただし杭上端をカットする場合゛のみ)鋼杭
の沈下に伴い内部の水をオ一バー70−さlて貯水槽に
回収し再叶使用する。
(2) Release water pressure to the outside. Therefore, use a water drain cap or, in the case of upper piles, provide a drain hole directly in the steel pile body. (However, only when the upper end of the pile is cut) As the steel pile sinks, the water inside is drained over 70 mm and collected in a water tank for reuse.

(3)鋼杭中空部上端に空気層を設けて打撃による水圧
の急上昇を防止する。そのために水抜き孔の位置を考慮
する。
(3) An air layer is provided at the upper end of the hollow part of the steel pile to prevent a sudden increase in water pressure due to impact. Therefore, consider the location of the drain hole.

以下図面に付いて本発明実施の2,3の例を説明する。A few examples of implementing the present invention will be described below with reference to the drawings.

第2図は本発明実施第1例を示す装置の一部断面図で、
鋼管杭顔の上部に水抜き孔8aを設は河川の近くで使用
□する場合の第1図と同じ装置を示すもので、11はポ
ンプで河川からくみ上げて鋼管杭8内に張られた水を、
また12は該水11の上方にある空気層を示す。杭の沈
下に伴い水11は水抜き孔8aからオーバーフローし杭
に沿って落下して河川に流入する。鋼管杭の上部に水抜
き孔を設けることは強度上の問題はあるが既設の低騒音
油圧パイルが使用できる便があるので、沈澱後上端を切
除する上杭の場合に使用される。
FIG. 2 is a partial sectional view of a device showing a first embodiment of the present invention.
A drainage hole 8a is provided at the upper part of the face of the steel pipe pile □ This shows the same device as shown in Figure 1 when used near a river. of,
Further, 12 indicates an air layer above the water 11. As the pile sinks, water 11 overflows from the drain hole 8a, falls along the pile, and flows into the river. Although providing a drainage hole at the top of a steel pipe pile poses a strength problem, it is convenient to use an existing low-noise hydraulic pile, so it is used in the case of an upper pile whose top end is cut off after settling.

第3図は本発明実施第2例を示す装置の一部断面図で、
第2図と同じく河川からくみ上げて鋼管杭8内に張った
水11をオーバーフローさせて河川に流入させる場合で
ある、第2実施例に於いては第2図との比較により明ら
かなごとく、低騒音キャップ40T方に下部木製クッシ
ョン5及びガイドリブ付きの保護プレート6を設けた鋼
管用キャップ18を有せず、また鋼管杭8の上部に水抜
き孔8aを設りでいない。その代り低騒音キャップ4の
下部に固定された水抜きキャップ13を設【プ、該水抜
きキャップ13の1部に水抜き孔13aを、又外周にガ
イドリング13bと水飛散防止板13C(ガイドリング
のない部分に設(〕る。)が設けられ−Cいる。この場
合は鋼管杭8の寸法に適合する水抜きキャップをセット
として用意すれば、上杭、上杭に関係なく使用できる。
FIG. 3 is a partial sectional view of a device showing a second embodiment of the present invention.
As in Fig. 2, the water 11 pumped up from the river and placed in the steel pipe pile 8 overflows and flows into the river.In the second embodiment, as is clear from the comparison with Fig. 2, The noise cap 40T side does not have a steel pipe cap 18 provided with a lower wooden cushion 5 and a protective plate 6 with guide ribs, and also does not have a drain hole 8a in the upper part of the steel pipe pile 8. Instead, a drain cap 13 fixed to the lower part of the low-noise cap 4 is provided, a drain hole 13a is provided in a part of the drain cap 13, and a guide ring 13b and a water scattering prevention plate 13C (guide ring) are provided on the outer periphery. -C is provided in the part where there is no ring. In this case, if a drain cap that matches the dimensions of the steel pipe pile 8 is prepared as a set, it can be used regardless of whether it is an upper pile or an upper pile.

第4図は本発明実施第3例を示す装置の一部断面図で、
市街地での施工の場合である。第3図と同じく水抜きキ
ャップ13を使用するが、この場合は水が装置外に溢出
することを防止するため、水抜き孔13aに水抜き口1
3dを接続し、ホース14を介して受水槽15に導ぎ再
利用するものである。水抜きキ17ツプ13は外周にガ
イドリング13bを設け、水飛散防止板は不要であるが
、水もれ防止パツキン16を用いる。なお、17は空気
抜穴である。
FIG. 4 is a partial sectional view of a device showing a third embodiment of the present invention.
This is a case of construction in an urban area. The drain cap 13 is used in the same way as in FIG.
3d and lead it to the water receiving tank 15 via the hose 14 for reuse. A guide ring 13b is provided on the outer periphery of the water drain cap 17, and a water leakage prevention gasket 16 is used, although a water scattering prevention plate is not necessary. Note that 17 is an air vent hole.

本発明により得られる効果は次の通りである。The effects obtained by the present invention are as follows.

(1)  I杭内に張水しこれをオーバーフローさせな
がら鋼杭を打設するという簡単な方法と装置とにより一
般の鋼杭は勿論のこと特に大口径長大な鋼杭の打設に際
して鋼杭のカバーを用いないで騒音規制法の規制値以下
で施工できる。
(1) The simple method and equipment of filling the I-pile with water and driving the steel pile while allowing the water to overflow can be used not only for general steel piles, but also for driving steel piles, especially large diameter and long steel piles. It can be constructed without using a cover under the Noise Control Act.

(2) 各種サイズの鋼杭に適合する水抜きキャップを
セットで備えることにより鋼杭の種類を問わず施工でき
る。
(2) By providing a set of drain caps that are compatible with steel piles of various sizes, construction can be carried out regardless of the type of steel pile.

(3) 市街地内に於いても施工が容易である。(3) Construction is easy even in urban areas.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は従来例を示す一部断面図、第2図〜第4図はそ
れぞれ本発明の実施例を示す一部断面図でる。 図中の符号はそれぞれ下記部材を示す。 1: 防音カバー 2: 油圧ハンマーラム 3: 上部木製クッション 4: 低騒音キャップ 5: 下部木製クッション 6: 保護プレート 7: ガイドリブ 8: 鋼管杭 9: クッション材 10: カバー片 11:水 12: 空気層 13: 水抜きキャップ 14: ホース 15: 受水槽 16: 水もれ防止パツキン 17: 空気抜穴 18: 鋼管用キャップ
FIG. 1 is a partial sectional view showing a conventional example, and FIGS. 2 to 4 are partial sectional views showing embodiments of the present invention. The symbols in the drawings indicate the following members, respectively. 1: Soundproof cover 2: Hydraulic hammer ram 3: Upper wooden cushion 4: Low noise cap 5: Lower wooden cushion 6: Protective plate 7: Guide rib 8: Steel pipe pile 9: Cushion material 10: Cover piece 11: Water 12: Air layer 13: Water drain cap 14: Hose 15: Water tank 16: Water leak prevention gasket 17: Air vent hole 18: Cap for steel pipe

Claims (1)

【特許請求の範囲】 1、鋼杭の打設に際し、鋼杭の内部に水を張って打撃し
鋼杭の沈下に伴い内部の水が水抜き孔を通じて外部にオ
ーバーフローするようにしたことを特徴とする鋼杭打撃
時の低騒音化方法。 2、鋼杭の打設に際し、低騒音油圧パイルハンマーのご
とき低騒音打撃装置を用い、鋼杭の内部上端に空気層を
残して水を張って打撃し鋼杭の沈下に伴い内部の水が水
抜き孔を通じて外部にオーバーフローするようにしたこ
とを特徴とする特許請求の範囲第1項に記載の鋼杭打撃
時の低騒音化方法。 3、鋼杭の打設に際し、防音カバーを有する油圧ハンマ
ーまたは防音カバーを有するディーゼルハンマーのごと
き防音ハンマーと、該防音ハンマーにクッションを介し
て接衝し防音カバーにより上半部をカバーされる低騒音
キャップとからなる低騒音打撃装置を用い、該低騒音キ
ャップの下部に取付けて鋼杭の上端と接衝する水抜きキ
ャップまたは該低騒音キャップの下部に鋼管用キャップ
を取付けて該キャップと直接接衝する鋼杭の各一部に水
抜き孔を設け、又ポンプ等の注水装置と必要に応じて受
水槽等の溢水処理装置をそなえたことを特徴とする鋼杭
打撃時の低騒音化装置。 4、前記低騒音キャップの下部に取付けて鋼杭の上端と
接衝する水抜きキャップに於いて、鋼杭と接衝する下端
近くに水抜き孔を設けると共に該水抜き孔の付近に水飛
散防止板を又下端外周に鋼杭と嵌合するガイドリングを
設けたことを特徴とする特許請求の範囲第3項に記載の
鋼杭打撃時の低騒音化装置。 5、前記低騒音キャップの下部に取付けて鋼杭の上端と
接衝する水抜きキャップに於いて、鋼杭と接衝する下端
近くに水抜き孔を設けるとともに下端外周に水もれ防止
パッキン付きのガイドリングを設け、更に前記水抜き孔
と順次接続される水抜き口、ホース及び受水槽からなる
溢水処理装置を備えたことを特徴とする特許請求の範囲
第3項に記載の鋼杭打撃時の低騒音化装置。
[Claims of Claims] 1. When driving a steel pile, water is filled inside the steel pile and the steel pile is hammered, so that as the steel pile sinks, the water inside overflows to the outside through the drain hole. A method for reducing noise when striking steel piles. 2. When driving steel piles, use a low-noise striking device such as a low-noise hydraulic pile hammer to fill the steel pile with water and leave an air layer at the upper end of the steel pile. A method for reducing noise when striking a steel pile according to claim 1, characterized in that water overflows to the outside through a drainage hole. 3. When driving steel piles, use a soundproof hammer such as a hydraulic hammer with a soundproof cover or a diesel hammer with a soundproof cover, and a low-pressure hammer that comes into contact with the soundproof hammer through a cushion and whose upper half is covered by a soundproof cover. A low-noise striking device consisting of a noise cap is used, and a drainage cap is attached to the bottom of the low-noise cap and comes into contact with the top end of the steel pile, or a steel pipe cap is attached to the bottom of the low-noise cap and directly connected to the cap. A method for reducing noise when striking steel piles, which is characterized by providing drainage holes in each part of the steel piles that are in contact with each other, and also equipped with a water injection device such as a pump and, if necessary, an overflow treatment device such as a water tank. Device. 4. In the drain cap that is attached to the lower part of the low-noise cap and comes into contact with the upper end of the steel pile, a drain hole is provided near the lower end that comes into contact with the steel pile, and water is scattered around the drain hole. 4. The noise reduction device when striking a steel pile according to claim 3, wherein the prevention plate is further provided with a guide ring on the outer periphery of the lower end to fit with the steel pile. 5. In the drain cap that is attached to the lower part of the low-noise cap and comes into contact with the upper end of the steel pile, a drain hole is provided near the lower end where it comes into contact with the steel pile, and a water leak prevention packing is provided around the outer periphery of the lower end. The steel pile hammer according to claim 3, further comprising a guide ring, and an overflow treatment device consisting of a drain port, a hose, and a water tank, which are sequentially connected to the drain hole. Time noise reduction device.
JP14140784A 1984-07-10 1984-07-10 Method and device of decreasing generation of noise during hammering of steel pile Pending JPS6121227A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14140784A JPS6121227A (en) 1984-07-10 1984-07-10 Method and device of decreasing generation of noise during hammering of steel pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14140784A JPS6121227A (en) 1984-07-10 1984-07-10 Method and device of decreasing generation of noise during hammering of steel pile

Publications (1)

Publication Number Publication Date
JPS6121227A true JPS6121227A (en) 1986-01-29

Family

ID=15291285

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14140784A Pending JPS6121227A (en) 1984-07-10 1984-07-10 Method and device of decreasing generation of noise during hammering of steel pile

Country Status (1)

Country Link
JP (1) JPS6121227A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1598481A1 (en) * 2004-05-13 2005-11-23 Menck GmbH Pile driving cap
NL2003073C2 (en) * 2009-06-23 2010-12-27 Ihc Holland Ie Bv DEVICE AND METHOD FOR REDUCING SOUND.
CN102518133A (en) * 2011-12-15 2012-06-27 昆明理工大学 Pile sinking method for prestress hollow pipe piles by aid of follow-up sleeve
JP2021134591A (en) * 2020-02-27 2021-09-13 株式会社高知丸高 Pile driver soundproof structure and soundproof method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5246606A (en) * 1975-10-09 1977-04-13 Masanori Iwamoto Noiseless method of driving steel pipe
JPS5392506A (en) * 1977-01-25 1978-08-14 Omoto Constr Co Ltd Device for reducing impact noises of pile driver

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5246606A (en) * 1975-10-09 1977-04-13 Masanori Iwamoto Noiseless method of driving steel pipe
JPS5392506A (en) * 1977-01-25 1978-08-14 Omoto Constr Co Ltd Device for reducing impact noises of pile driver

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1598481A1 (en) * 2004-05-13 2005-11-23 Menck GmbH Pile driving cap
NL2003073C2 (en) * 2009-06-23 2010-12-27 Ihc Holland Ie Bv DEVICE AND METHOD FOR REDUCING SOUND.
CN102518133A (en) * 2011-12-15 2012-06-27 昆明理工大学 Pile sinking method for prestress hollow pipe piles by aid of follow-up sleeve
JP2021134591A (en) * 2020-02-27 2021-09-13 株式会社高知丸高 Pile driver soundproof structure and soundproof method

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